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Strengthening system for beam-column connection in steel frame buildings to resist progressive collapse

机译:钢框架建筑梁柱连接的加强系统,以防止逐渐倒塌

摘要

The strengthening system for beam-column connections in steel frame buildings to resist progressive collapse helps to mitigate progressive collapse in the event of accidental column loss by using a system of rippled steel plates reinforcing the beam-column connection. Various configurations of rippled steel plates are provided to connect in-plane and transverse beams at a joint. In the event of severe damage caused to a column of a steel framed building, the upper joints of the damaged column undergo downward movement. The rippled plates at the joint straighten during the initial downward movement, and resist further downward movement after complete straightening of the ripples. This helps in the development of catenary action in steel beams. The proposed system is simple, fast to construct, demountable, and easy to repair/replace after damage caused by blast loads.
机译:钢框架建筑物中的梁-柱连接的加强系统可以抵抗逐渐倒塌,该方法通过使用加固梁-柱连接的波纹钢板系统来缓解因柱体意外丢失而引起的逐渐倒塌。提供波纹钢板的各种构造,以在接头处连接平面梁和横向梁。万一对钢结构建筑的柱子造成严重损坏,则损坏的柱子的上部接头会向下移​​动。关节处的波纹板在初始向下运动期间会变直,并在波纹完全变直后抵抗进一步的向下运动。这有助于发展钢梁的悬链线作用。所提出的系统简单,易于构建,可拆卸且在爆炸载荷造成的损坏后易于维修/更换。

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